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Really nice
Very well explained....i got cleared lot of confusions in latest code.
i did well in exam,, thank you sir and it was well explained
🙏Good class sir jii
Very helpful sir thank you 👍🏻
fantastic method of explanation is very clear
Thanks for liking. Hope you find other videos helpful, too.
Sir, please explain SCC mix Design as Per IS 10262:2019, Mainly the Powder Content -520kg/m3 how it derived.
Which specific gravity used SSD or dry
SSD
Which type of fine aggregate used ? M sand or N sand
Excellent
Thank you! Cheers!
Thank you sir
Very well explained Sir.But I have one doubt sir, here u used single percentages of fly ash and silica fume but in case of multiple percentages of fly ash (like 10% 20% 30%), how to determine the cement content?
You can take the cement quantity as per the replacements with flyash content
IS code not design Above the M55 Grade concrete
IS 10262:2019 version of the code allows us to do the mix design for high strength concrete.
Sir how to contact u regarding doubts in quality control as IAM a qc engineer
You can write me at kastrokiran@gmail.comThank you
I want pdf
Really nice
Very well explained....i got cleared lot of confusions in latest code.
i did well in exam,, thank you sir and it was well explained
🙏Good class sir jii
Very helpful sir thank you 👍🏻
fantastic method of explanation is very clear
Thanks for liking. Hope you find other videos helpful, too.
Sir, please explain SCC mix Design as Per IS 10262:2019, Mainly the Powder Content -520kg/m3 how it derived.
Which specific gravity used SSD or dry
SSD
Which type of fine aggregate used ? M sand or N sand
Excellent
Thank you! Cheers!
Thank you sir
Very well explained Sir.
But I have one doubt sir, here u used single percentages of fly ash and silica fume but in case of multiple percentages of fly ash (like 10% 20% 30%), how to determine the cement content?
You can take the cement quantity as per the replacements with flyash content
IS code not design Above the M55 Grade concrete
IS 10262:2019 version of the code allows us to do the mix design for high strength concrete.
Sir how to contact u regarding doubts in quality control as IAM a qc engineer
You can write me at kastrokiran@gmail.com
Thank you
I want pdf